论文部分内容阅读
1.前言 连续结合梁由于施工复杂,对现场进行管理是十分重要的。当跨度增大,仍希望得到结构高度低的桥梁。可是,与此有关的就设计计算方法而论尽管是迅速和合理的,但看来仍没有关于它的满意的分析方法的作著。 例如从前萨特勒尔(Sattler)的解法,是根据随时间而变化的合成截面在中间支点的超静
1. Introduction Continuous beams are very important for site management due to complicated construction. As the span increases, we still want to get a bridge with a low structural height. However, in spite of its speed and reasonableness in terms of designing computational methods, it seems that there is still no work on its satisfactory analytical methods. For example, the solution of the former Sattler is based on the excessively static